Dynamic Instability of Spatial Structures under Typical Wind Flow

You Qin Huang; Ji Yang Fu

doi:10.4028/www.scientific.net/AMR.295-297.1738

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 295-297Dynamic Instability of Spatial Structures under...

Dynamic Instability of Spatial Structures under Typical Wind Flow

Abstract:

The mechanism of dynamic instability of large span spatial structures under high wind speed should be studied carefully, but it has seldom been done before. In this paper, a double-layer cylindrical reticulated shell under a typical wind flow is taken as an example to study the dynamic instability of large span spatial structures under wind flows. The interaction of the shell and the flow is ignored and unsteady wind forces on the shell are obtained from wind tunnel tests. The dynamic instability status of the shell is determined by the Budiansky-Roth criterion. The results show that the double-layer cylindrical reticulated shell will become dynamically instable under high wind speed.

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Periodical:

Advanced Materials Research (Volumes 295-297)

Pages:

1738-1741

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.295-297.1738

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Online since:

July 2011

Authors:

You Qin Huang, Ji Yang Fu

Keywords:

Budiansky-Roth Criterion, Dynamic Instability, Spatial Structures, Wind Flow

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References

[1] Simitses G. Dynamic stability of suddenly loaded structures. New York: Springer-verlag Inc., 1990.

Google Scholar

[2] Li Y, Tamura Y. Nonlinear dynamic analysis for large-span single-layer reticulated shells subjected to wind loading. Wind and Structures, 2005, 8(1): 35-48.

DOI: 10.12989/was.2005.8.1.035

Google Scholar

[3] Ross S. Stochastic Processes. 2nd Edition. New York: John Wiley & Sons, Inc., 1995.

Google Scholar

[4] Ho T, Surry D. Factory mutual-high resolution pressure measurements on roof panels. The University of Western Ontario, Boundary Layer Wind Tunnel Laboratory Report: BLWT-SS11-2000, 2000.

Google Scholar

[5] GB50009-2001. Load code for the design of building structures. Beijing: Architecture & Building Press of China, 2002. (In Chinese).

Google Scholar

[6] Huang P, Quan Y, Gu M. Research of passive simulation method of atmospheric boundary layer in TJ-2 wind tunnel. Journal of Tongji University, 1999, 27(2): 136-144.

Google Scholar

[7] Li Q, Melbourne W H. Turbulence effects on surface pressures of rectangular cylinders. Wind and Structures, 1999, 2(4): 253-266.

DOI: 10.12989/was.1999.2.4.253

Google Scholar

[8] Budiansky B. Dynamic Buckling of Elastic Structures: Criteria and Estimates. in: Herrmann G eds. Dynamic of Structures. Berlin: Pergamon Press, 1967. 83-106.

Google Scholar